建筑结构学报2011，Vol.32Issue(11)：74-81,8.
低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究
Experimental research on seismic behavior of low shear-span ratio composite shear wall with double steel plates and infill concrete
摘要
Abstract
In order to study the seismic performance of low shear-span ratio composite shear wall with double steel plates and infill concrete,two low shear-span ratio composite shear walls with double steel plates and infill concrete and one low shear-span ratio reinforced concrete shear wall were tested.The deformation performance and failure modes were observed under low cyclic lateral loads with high axial compression ratio.Valuable results were obtained for the hysteretic curves,skeleton curves,bearing capacity,ductility,stiffness degradation,strength degradation and energy dissipation capacity.The effects of different forms of connection on seismic performance were analyzed.The results indicate that compared with the reinforced concrete shear wall,the low shear-span ratio composite shear wall with double steel plates and infill concrete shows greatly improved bearing capacity,adequate ductility,energy dissipation capacity and good seismic performance.关键词
双钢板-混凝土组合剪力墙/低剪跨比/拟静力试验/抗震性能Key words
composite shear wall with double steel plates and infill concrete/low shear-span ratio/quasi-static test/seismic performance分类
建筑与水利引用本文复制引用
聂建国,卜凡民,樊健生..低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报,2011,32(11):74-81,8.基金项目
国家自然科学基金项目 （）
清华大学自主科研计划项目 （）
